Flexural Strengthening of Continuous Reinforced Concrete Beams with Near-Surface-Mounted Reinforcement
Author:
Affiliation:
1. M.Sc. Student, Dept. of Civil Engineering, Univ. of Kufa, Najaf 00964, Iraq (corresponding author).
2. Assistant Professor, Dept. of Civil Engineering, Univ. of Kufa, Najaf 00964, Iraq. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000428
Reference14 articles.
1. Augustine F. W. 2013. “Strengthening rectangular beams with NSM steel bars and externally bonded GFRP.” M.Sc. thesis Dept. of Civil Engineering College of Engineering Kansas State Univ.
2. Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures
3. Sagging and hogging strengthening of continuous reinforced concrete beams using CFRP sheets;El-Refaie S. A.;ACI Struct. J.,2003
4. Epoxy Works. 2014. “Cold-temperature bonding & coating with epoxy.” Accessed April 19 2014. https://www.epoxyworks.com/index.php/cold-temperature-bonding-coating-with-epoxy/.
5. Near Surface Mounted Composites for Flexural Strengthening of Reinforced Concrete Beams
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